CN106592568A - Ground uniform settlement structure and construction method - Google Patents
Ground uniform settlement structure and construction method Download PDFInfo
- Publication number
- CN106592568A CN106592568A CN201611233456.8A CN201611233456A CN106592568A CN 106592568 A CN106592568 A CN 106592568A CN 201611233456 A CN201611233456 A CN 201611233456A CN 106592568 A CN106592568 A CN 106592568A
- Authority
- CN
- China
- Prior art keywords
- terrace
- site concrete
- uniform settlement
- supporting part
- cushion cap
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000010276 construction Methods 0.000 title claims abstract description 13
- 239000002689 soil Substances 0.000 claims abstract description 16
- 239000004567 concrete Substances 0.000 claims description 57
- 210000003205 muscle Anatomy 0.000 claims description 13
- 230000002787 reinforcement Effects 0.000 claims description 13
- 239000004746 geotextile Substances 0.000 claims description 8
- 238000002955 isolation Methods 0.000 claims description 5
- 238000007711 solidification Methods 0.000 claims description 3
- 230000008023 solidification Effects 0.000 claims description 3
- 239000000758 substrate Substances 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 abstract description 5
- 238000011065 in-situ storage Methods 0.000 abstract 6
- 238000005266 casting Methods 0.000 abstract 1
- 230000007547 defect Effects 0.000 abstract 1
- 238000004062 sedimentation Methods 0.000 description 22
- 238000000034 method Methods 0.000 description 8
- 230000000694 effects Effects 0.000 description 5
- 230000001360 synchronised effect Effects 0.000 description 5
- 230000009286 beneficial effect Effects 0.000 description 4
- 230000005484 gravity Effects 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000000354 decomposition reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000000452 restraining effect Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000007634 remodeling Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
- E02D27/14—Pile framings, i.e. piles assembled to form the substructure
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/08—Improving by compacting by inserting stones or lost bodies, e.g. compaction piles
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a ground uniform settlement structure and a construction method in order to overcome the defects that indoor ground settlement is nonuniform and consequently normal use of buildings is affected. The ground uniform settlement structure comprises engineering piles and cast-in-situ members. Pile end support stands are disposed on the engineering piles; each cast-in-situ member comprises an L-shaped guiding portion and a long strip supporting portion; limiting parts are arranged at the edges, close to the engineering piles, of the supporting portions in a casting mode correspondingly; abutting joint plates which are opposite to the limiting parts are disposed on the upper portions of the pile end support stands on the engineering piles; the outer side faces of the limiting parts are limiting planes; buffer pads are mounted between the limiting planes and the abutting joint plates; the guiding portions are disposed on the outer sides of the pile end support stands; prestress springs are connected between the supporting portions and the pile end support stands; arched reinforcing ribs are disposed between the guiding portions of every two adjacent cast-in-situ members; compacted soil is located under the cast-in-situ members; deep fill soil is buried between the guiding portions of every two adjacent cast-in-situ members; rigid ground is located between the supporting portions of the every two adjacent cast-in-situ members; and inserting ribs are connected between the rigid ground and the supporting portions.
Description
Technical field
The present invention relates to a kind of building construction technology, more specifically, it relates to a kind of terrace uniform settlement structure and apply
Work method.
Background technology
At present, large-area fill-back earth is usually needed when physical features carries out engineering construction than relatively low place, pile foundation is built
For, the agent structure such as post, wall bottom often pile foundation is set and settle it is less, but indoor terrace generally individually using recent fill ground
The rigid terrace of base, when banketing thicker, sedimentation is larger, is affected sedimentation less by pile foundation in the terrace near post, wall position, because
This, indoor terrace be usually present it is significantly uneven sink, so as to affect that what is built normally to use.
Chinese patent publication No. CN103806435A, discloses a kind of terrace settlement treatment method and floor structure, existing
One group of vertical reinforcing bar is uniformly squeezed in some backfill layers, vertical reinforcing bar bottom contacts with the bearing layer of underground,
The top of vertical reinforcing bar is welded into a whole with the bar-mat reinforcement in reinforced concrete floor, by one group of vertical reinforcing bar by terrace
The weight transmitting on surface is to bearing layer, in case there is sedimentation.The steel pipe that the present invention is used can adopt common scaffolding steel pipe, cost
It is cheap, support as supporting course and meet design requirement；Bar-mat reinforcement also can be connected to be formed with regular reinforcement, easily purchase；Again fill out
The easily constructions such as backfill, graded sand and stone laying, concrete cast.The present invention is applied to terrace during use or small-sized sets
Process after standby basis appearance sedimentation, but complex structure, construction inconvenience.
The content of the invention
Instant invention overcomes indoor terrace sedimentation is uneven, the deficiency for affecting building normally to use, there is provided a kind of terrace is equal
Even sedimentation structure and construction method, it assures that the uniform settlement of indoor terrace, it is ensured that building is normally used.
In order to solve above-mentioned technical problem, the present invention is employed the following technical solutions：A kind of terrace uniform settlement structure, including
Engineering pile, site concrete, engineering pile is provided with an end cushion cap, and site concrete includes the guide part of L-shaped and the supporting part of strip,
Supporting part pours into a mould finite place piece near the edge of engineering pile, and the stake end cushion cap top abutting that is provided with relative with locating part is put down on engineering pile
Plate, locating part lateral surface is limited bit plane, spacing plane and to abut and install cushion pad between flat board, and guide part is arranged on an end and holds
Platform outside, connects prestressed spring between supporting part and stake end cushion cap, between the guide part of adjacent two site concrete arch is provided with
Reinforcement, be the real soil through compacting below site concrete, fill thick fill between the guide part of adjacent two site concrete,
It is rigid terrace between the supporting part of adjacent two site concrete, between rigid terrace and supporting part joint bar is connected.
Site concrete makes rigid terrace into the entirety of a bulk, the constraint without power between terrace and engineering pile, local
When level ground settles, terrace is affected little by engineering pile, ensures that the uniform settlement of terrace.And spacing plane and abutting are flat
The position-limiting action of plate, it is ensured that the synchronous vertically sedimentation in terrace both sides, it is to avoid many opposite sides sedimentations of side sedimentation occur causes to sink less
Inclined phenomenon drops.On the one hand the guide part of L-shaped serves the effect for supporting terrace, prevents that break-off occurs with terrace, really
Synchronous sedimentation is protected, the effect of guiding is on the other hand served during terrace sedimentation, reduce the restraining forceies in infall process,
It is prevented effectively from differential settlement.On rigid terrace during load capacity, on the reinforcement of arch, reinforcement will be acted on for action of gravity
Power is to both sides decomposition on site concrete, it is to avoid gravity is acted on directly down and accelerates the sedimentation in terrace centre position, is had
Beneficial to the bearing capacity for improving terrace.And the setting of cushion pad provides space to the transverse shifting of site concrete, while existing
To pour be buffered in component infall process and pad stuck.Prestressed spring provides certain prestressing force to supporting part, makes terrace
It is more steady reliable.This terrace uniform settlement structure ensure that the uniform settlement of indoor terrace, it is ensured that building is normally used.
Preferably, site concrete is reinforced concrete structure.The site concrete structural strength of armored concrete is good, cast
It is convenient.
Preferably, cushion pad is rubber blanket, cushion pad is provided with the slow of some projections towards the surface for abutting flat board
Rush bar.Buffer bar is connected on abutting panel, reduces contact area, is conducive to reducing frictional force, is easy to the uniform heavy of terrace
Drop.
Preferably, being socketed with corrugated tube outside prestressed spring.The setting of corrugated tube, preventing from banketing is stuck in prestressed spring
It is interior, it is ensured that prestressed spring is normally used.
Preferably, being connected with undulatory isolation strip between locating part lower end and stake end cushion cap.The setting of isolation strip is prevented
Only banket on abutting panel and affect the normal sedimentation of locating part to slide.
Preferably, locating part is provided with two row's horizontal bars and the perpendicular muscle of string, perpendicular muscle is connected between two rows horizontal bar, horizontal
Muscle and perpendicular muscle are cast in site concrete.The setting of horizontal bar and perpendicular muscle, makes locating part relatively reliable with the connection of site concrete,
Improve cast intensity.
Preferably, stake end cushion cap outward flange is connected with support bar, boom end is supported to be provided with SDeflector, SDeflector is fitted in
In guide part vertical side walls.SDeflector serves good guide effect during site concrete is settled, and prevents site concrete
Laterally outwardly move and interfere phenomenon with stake end cushion cap, it is ensured that the uniform settlement of terrace.
Preferably, supporting end of the lower surface from guide part link position to away from locating part to incline from lower to upper
Arrange.Lower surface is supported to be tiltedly installed with beneficial to the cast banketed with rigid terrace.
Preferably, being equipped with geotextiles between real soil and thick fill.The setting of geotextiles improves intensity of banketing, favorably
In draining, dehumidifying.
A kind of terrace anti-settling construction method, the first step is beaten engineering pile and stake end cushion cap is processed on engineering pile；Second
Step, removes original ground loosened soil, excavates substrate to stake end cushion cap height, and tamps；3rd step, pours into a mould site concrete, will be spacing
Part is synchronously cast in the supporting part outward flange position of site concrete；4th step, after site concrete solidification, in site concrete supporting part
The prestressed spring and the cushion cap of stake end between, connects cushion pad in the spacing plane of locating part, and cushion pad is fitted in abutting
On flat board；5th step, installs the reinforcement of arch, and the reality between guide part between the guide part of relative two site concretes
Geotextiles are laid on soil；6th step, fills thick fill to supporting part position between the guide part of adjacent two site concrete, and
Rigid terrace in construction building room thereon, and connect joint bar between rigid terrace and supporting part.After the method is constructed, ground
Level ground forms the block structure of an entirety, during sedimentation, the synchronous vertically sedimentation in both sides, and Equalsettlement, it is to avoid local occur and settle, incline
Oblique sedimentation phenomenon, it is ensured that building is normally used.
Compared with prior art, the invention has the beneficial effects as follows：Indoor terrace uniform settlement, it is ensured that building normally makes
With.
Description of the drawings
Fig. 1 is the structural representation of the present invention；
In figure：1st, engineering pile, 2, site concrete, 3, stake end cushion cap, 4, guide part, 5, supporting part, 6, locating part, 7, abut it is flat
Plate, 8, spacing plane, 9, cushion pad, 10, prestressed spring, 11, reinforcement, 12, real soil, 13, thick fill, 14, rigid terrace,
15th, buffer bar, 16, corrugated tube, 17, isolation strip, 18, horizontal bar, 19, perpendicular muscle, 20, support bar, 21, SDeflector, 22, geotextiles.
Specific embodiment
Below by specific embodiment, and accompanying drawing is combined, technical scheme is further described specifically：
Embodiment：A kind of terrace uniform settlement structure（Referring to accompanying drawing 1）, including engineering pile 1, site concrete 2, site concrete is steel
Tendon concrete structure.Engineering pile is provided with an end cushion cap 3, and site concrete includes the guide part 4 of L-shaped and the supporting part 5 of strip.
The guide part vertical portion of L-shaped is arranged near engineering pile, and horizontal component is arranged away from engineering pile.Supporting part is near the side of engineering pile
Edge pours into a mould finite place piece 6, and between locating part lower end and stake end cushion cap undulatory isolation strip 17 is connected with.Locating part is provided with two
Row's horizontal bar 18 and the perpendicular muscle 19 of string, perpendicular muscle is connected between two rows horizontal bar, and horizontal bar and perpendicular muscle are cast in site concrete.
Be provided with relative with locating part of stake end cushion cap top abuts flat board 7 on engineering pile, and locating part lateral surface is limited bit plane 8, spacing to put down
Cushion pad 9 is installed, cushion pad is rubber blanket, and cushion pad is provided with some towards the surface for abutting flat board between face and abutting flat board
The raised buffer bar 15 of bar, buffer bar is connected on abutting flat board.Cushion pad is provided with several grafting with spacing plane connecting side
Post, spacing plane is provided with several and inserting column corresponds the spliced eye being adapted to, and inserting column is closely plugged in spliced eye.
Guide part is arranged on an end cushion cap outside, and prestressed spring 10, prestressed spring overcoat are connected between supporting part and stake end cushion cap
It is connected to corrugated tube 16.The reinforcement 11 of arch is provided between the guide part of adjacent two site concrete, the lower section of site concrete is Jing
The real soil 12 of compacting is crossed, thick fill 13 is filled between the guide part of adjacent two site concrete, be equipped between real soil and thick fill
Geotextiles 22, are rigid terrace 14 between the supporting part of adjacent two site concrete, and between rigid terrace and supporting part joint bar is connected.
Stake end cushion cap outward flange is connected with support bar 20, supports boom end to be provided with SDeflector 21, and SDeflector is fitted in the vertical side of guide part
On wall.End of the lower surface from guide part link position to away from locating part is supported to be obliquely installed from lower to upper.
A kind of terrace anti-settling construction method, the first step is beaten engineering pile and stake end cushion cap is processed on engineering pile；Second
Step, removes original ground loosened soil, excavates substrate to stake end cushion cap height, and tamps；3rd step, pours into a mould site concrete, will be spacing
Part is synchronously cast in the supporting part outward flange position of site concrete；4th step, after site concrete solidification, in site concrete supporting part
The prestressed spring and the cushion cap of stake end between, connects cushion pad in the spacing plane of locating part, and cushion pad is fitted in abutting
On flat board；5th step, installs the reinforcement of arch, and the reality between guide part between the guide part of relative two site concretes
Geotextiles are laid on soil；6th step, fills thick fill to supporting part position between the guide part of adjacent two site concrete, and
Rigid terrace in construction building room thereon, and connect joint bar between rigid terrace and supporting part.
Site concrete makes rigid terrace into the entirety of a bulk, the constraint without power between terrace and engineering pile, local
When level ground settles, terrace is affected little by engineering pile, ensures that the uniform settlement of terrace.And spacing plane and abutting are flat
The position-limiting action of plate, it is ensured that the synchronous vertically sedimentation in terrace both sides, it is to avoid many opposite sides sedimentations of side sedimentation occur causes to sink less
Inclined phenomenon drops.On the one hand the guide part of L-shaped serves the effect for supporting terrace, prevents that break-off occurs with terrace, really
Synchronous sedimentation is protected, the effect of guiding is on the other hand served during terrace sedimentation, reduce the restraining forceies in infall process,
It is prevented effectively from differential settlement.On rigid terrace during load capacity, on the reinforcement of arch, reinforcement will be acted on for action of gravity
Power is to both sides decomposition on site concrete, it is to avoid gravity is acted on directly down and accelerates the sedimentation in terrace centre position, is had
Beneficial to the bearing capacity for improving terrace.And the setting of cushion pad provides space to the transverse shifting of site concrete, while existing
To pour be buffered in component infall process and pad stuck.Prestressed spring provides certain prestressing force to supporting part, makes terrace
It is more steady reliable.This terrace uniform settlement structure ensure that the uniform settlement of indoor terrace, it is ensured that building is normally used.
Embodiment described above is one kind preferably scheme of the present invention, not makees any pro forma to the present invention
Limit, also have other variants and remodeling on the premise of without departing from the technical scheme described in claim.
Claims (10)
1. a kind of terrace uniform settlement structure, is characterized in that, including engineering pile, site concrete, and engineering pile is provided with an end cushion cap,
Site concrete includes the guide part of L-shaped and the supporting part of strip, and supporting part pours into a mould finite place piece, work near the edge of engineering pile
Cushion cap top in stake end is relative with locating part in journey stake is provided with abutting flat board, and locating part lateral surface is limited bit plane, spacing plane with
Abut and cushion pad is installed between flat board, guide part is arranged on an end cushion cap outside, connects between supporting part and stake end cushion cap and in advance should
Power spring, is provided with the reinforcement of arch between the guide part of adjacent two site concrete, be through compacting below site concrete
Real soil, fills thick fill between the guide part of adjacent two site concrete, for rigidly between the supporting part of adjacent two site concrete
Level ground, between rigid terrace and supporting part joint bar is connected.
2. a kind of terrace uniform settlement structure according to claim 1, is characterized in that, site concrete is armored concrete knot
Structure.
3. a kind of terrace uniform settlement structure according to claim 1, is characterized in that, cushion pad is rubber blanket, cushion pad
The buffer bar of some projections is provided with towards the surface for abutting flat board.
4. a kind of terrace uniform settlement structure according to claim 1, is characterized in that, ripple is socketed with outside prestressed spring
Pipe.
5. a kind of terrace uniform settlement structure according to claim 1, is characterized in that, locating part lower end and stake end cushion cap it
Between be connected with undulatory isolation strip.
6. a kind of terrace uniform settlement structure according to claim 1 to 5 any one, is characterized in that, set on locating part
There are two row's horizontal bars and the perpendicular muscle of string, perpendicular muscle is connected between two rows horizontal bar, and horizontal bar and perpendicular muscle are cast in site concrete.
7. a kind of terrace uniform settlement structure according to claim 1 to 5 any one, is characterized in that, outside the cushion cap of stake end
Edge is connected with support bar, supports boom end to be provided with SDeflector, and SDeflector is fitted in guide part vertical side walls.
8. a kind of terrace uniform settlement structure according to claim 1 to 5 any one, is characterized in that, supporting part following table
End of the face from guide part link position to away from locating part is obliquely installed from lower to upper.
9. a kind of terrace uniform settlement structure according to claim 1 to 5 any one, is characterized in that, real soil is filled out with thickness
Geotextiles are equipped between soil.
10. the terrace uniform settlement construction method described in a kind of claim 1, is characterized in that, the first step, beat engineering pile and in work
Stake end cushion cap is processed in journey stake；Second step, removes original ground loosened soil, excavates substrate to stake end cushion cap height, and tamps；3rd
Step, pours into a mould site concrete, and locating part is synchronously cast in the supporting part outward flange position of site concrete；4th step, site concrete
After solidification, the prestressed spring between site concrete supporting part and stake end cushion cap connects in the spacing plane of locating part
Cushion pad, cushion pad is fitted on abutting flat board；5th step, installs adding for arch between the guide part of relative two site concretes
Geotextiles are laid on strong muscle, and the real soil between guide part；6th step, fills between the guide part of adjacent two site concrete
Thick fill is to supporting part position, and rigid terrace in construction building room thereon, and connects between rigid terrace and supporting part
Joint bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611233456.8A CN106592568B (en) | 2016-12-28 | 2016-12-28 | A kind of terrace uniform settlement structure and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611233456.8A CN106592568B (en) | 2016-12-28 | 2016-12-28 | A kind of terrace uniform settlement structure and construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106592568A true CN106592568A (en) | 2017-04-26 |
| CN106592568B CN106592568B (en) | 2018-06-26 |
Family
ID=58604753
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611233456.8A Active CN106592568B (en) | 2016-12-28 | 2016-12-28 | A kind of terrace uniform settlement structure and construction method |
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| Country | Link |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108130914A (en) * | 2018-01-12 | 2018-06-08 | 安徽理工大学 | A kind of structure and construction method for building settlement control |
| CN108316108A (en) * | 2018-01-11 | 2018-07-24 | 旗舰集团有限公司 | A kind of road repair construction technology |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002030649A (en) * | 2000-07-19 | 2002-01-31 | Nishimatsu Constr Co Ltd | Construction method for improving foundation subsoil |
| JP2010265606A (en) * | 2009-05-12 | 2010-11-25 | Shimizu Corp | Method for constructing dirt floor |
| CN102605797A (en) * | 2012-04-12 | 2012-07-25 | 河海大学 | Peg and plate shell structural technology for controlling deformation of soft soil foundation under embankment |
| CN203174619U (en) * | 2013-01-22 | 2013-09-04 | 管自立 | Reverse raft concrete terrace |
| CN103806435A (en) * | 2012-11-09 | 2014-05-21 | 贵阳铝镁设计研究院有限公司 | Terrace subsidence treatment method and terrace structure |
| CN203924090U (en) * | 2014-05-13 | 2014-11-05 | 浙江海洋学院 | The pile foundation of coming to nothing in soft foundation control basis |
-
2016
- 2016-12-28 CN CN201611233456.8A patent/CN106592568B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002030649A (en) * | 2000-07-19 | 2002-01-31 | Nishimatsu Constr Co Ltd | Construction method for improving foundation subsoil |
| JP2010265606A (en) * | 2009-05-12 | 2010-11-25 | Shimizu Corp | Method for constructing dirt floor |
| CN102605797A (en) * | 2012-04-12 | 2012-07-25 | 河海大学 | Peg and plate shell structural technology for controlling deformation of soft soil foundation under embankment |
| CN103806435A (en) * | 2012-11-09 | 2014-05-21 | 贵阳铝镁设计研究院有限公司 | Terrace subsidence treatment method and terrace structure |
| CN203174619U (en) * | 2013-01-22 | 2013-09-04 | 管自立 | Reverse raft concrete terrace |
| CN203924090U (en) * | 2014-05-13 | 2014-11-05 | 浙江海洋学院 | The pile foundation of coming to nothing in soft foundation control basis |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316108A (en) * | 2018-01-11 | 2018-07-24 | 旗舰集团有限公司 | A kind of road repair construction technology |
| CN108130914A (en) * | 2018-01-12 | 2018-06-08 | 安徽理工大学 | A kind of structure and construction method for building settlement control |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106592568B (en) | 2018-06-26 |
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Application publication date: 20170426 Assignee: ZHEJIANG WANSHOU ARCHITECTURAL ENGINEERING CO.,LTD. Assignor: ZHEJIANG SCI-TECH University Contract record no.: X2022330000307 Denomination of invention: A uniform settlement structure and construction method of terrace Granted publication date: 20180626 License type: Common License Record date: 20220715 |
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Application publication date: 20170426 Assignee: Jingli Construction Co.,Ltd. Assignor: ZHEJIANG SCI-TECH University Contract record no.: X2023330000114 Denomination of invention: A Uniform Settlement Structure for Floors and Its Construction Method Granted publication date: 20180626 License type: Common License Record date: 20230311 |
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Application publication date: 20170426 Assignee: Pinghu Jinshun building materials Co.,Ltd. Assignor: ZHEJIANG SCI-TECH University Contract record no.: X2023980034203 Denomination of invention: A Uniform Settlement Structure and Construction Method for Floors Granted publication date: 20180626 License type: Common License Record date: 20230330 |
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Application publication date: 20170426 Assignee: Zhejiang Yunchuang Printing Technology Co.,Ltd. Assignor: ZHEJIANG SCI-TECH University Contract record no.: X2023330000929 Denomination of invention: A Uniform Settlement Structure and Construction Method for Floors Granted publication date: 20180626 License type: Common License Record date: 20231220 |